Test 2021-08-25-26-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date8/25/2021 Sample Unique Key26
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing9/1/2021
Sample typeAcceptance A brief description of the samplePG 58-22
The quantity of what the sample constitutes1 of 2 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerField Tech Laboratory sample identification
The fabricator/manufacturer/facility nameJF Shea - Fawndale Transportation Laboratory (TL) Numberc858990
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierJF Shea - Fawndale
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-25-26
DIME Test ID: 2021-08-25-26-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-09-13
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/08/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 50.034 kPa
Phase Angle (δ) (for the 10 cycles): 45.5 degree
Complex Modulus (G*) (for the 10 measurements): 5000.962 kPa
Test Temperature: 22.0 C
(G*) x sin(δ)=: 3567 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 09/13/2021